TECHNICAL NOTES
Feb 20, 2010

Shear-Wave Velocity Correlations for Puyallup River Alluvium

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 136, Issue 9

Abstract

The suitability of selected cone penetration test-based shear-wave velocity correlations is assessed for use with Puyallup River alluvium in Puget Sound, Washington. The correlation models are found to be biased for Puyallup River alluvium; however, the functional forms of selected correlations were found to be readily adapted to local site conditions. The calibration for Puyallup River alluvium is presented and is found to perform satisfactorily for both down-hole SCPTu- and boring-based down-hole shear-wave velocity derived measurements. The distributions of prediction bias are presented for use in reliability studies. Recommendations are made for calibration of geologic-specific correlations using the functional forms of selected statistical shear-wave velocity regression models.

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Acknowledgments

The writer gratefully acknowledges the Port of Tacoma, Hart Crowser, Inc., and GeoEngineers, Inc. for making the SCPTu data used to perform this study available to the writer.

References

Andrus, R. D., Mohanan, N. P., Piratheepan, P., Ellis, B. S., and Holzer, T. L. (2007). “Predicting shear-wave velocity from cone penetration resistance.” Proc., 4th International Conference on Earthquake Geotechnical Engineering, Springer, The Netherlands, Paper No. 1454.
Armstrong, J. E., Crandell, D. R., Easterbrook, D. J., and Noble, J. B. (1965). “Late pleistocene stratigraphy and chronology in southwestern British Columbia and northwestern Washington.” Geol. Soc. Am. Bull., 76, 321–330.
Baldi, G., Bellotti, R., Ghionna, V. N., Jamiolkowski, M., and Lo Presti, D. C. F. (1989). “Modulus of sands from CPTs and DMTs.” Proc., 12th Int. Conf. on Soil Mechanics and Foundation Engineering, Rio de Janerio, Vol. 1, 165–170.
Booth, D. B. (1987). “Timing and processes of deglaciation along the southern margin of the Cordilleran Ice Sheet.” North America and adjacent oceans during the last glaciation (Geology of North America Vol. K-3), W. F. Ruddiman, and H. E. Wright, eds., Geologic Society of America, Boulder, Colo., 71–90.
Eslami, A., and Fellenius, B. H. (1997). “Pile capacity by direct CPT and CPTu methods applied to 102 case histories.” Can. Geotech. J., 34(6), 886–904.
Hart Crowser, Inc. (1974). Geology of the Port of Tacoma, Hart Crowser, Inc., Seattle.
Hegazy, Y. A., and Mayne, P. W. (1995). “Statistical correlations between Vs and CPT data for different soil types.” Proc., Cone Penetration Testing (CPT’95), Vol. 2, Swedish Geotechnical Society, Linköping, Sweden, 173–178.
Hegazy, Y. A., and Mayne, P. W. (2006). “A global statistical correlation between shear wave velocity and cone penetration data.” Proc., GeoShanghai, Site and Geomaterial Characterization (GSP 149), ASCE, Reston, Va., 243–248.
Kulhawy, F. H., and Trautmann, C. H. (1996). “Estimation of in situ test uncertainty.” Uncertainty in the geologic environment, GSP 58, C. D. Shackelford, P. P. Nelson, and M. J. S. Roth, eds., ASCE, Reston, Va., 269–286.
Mayne, P. W., and Rix, G. J. (1993). “ Gmax-qc relationships for clays.” Geotech. Test. J., 16(1), 54–60.
Orchant, C. J., Kulhawy, F. H., and Trautmann, C. H. (1988). “Reliability-based foundation design for transmission line structures: Critical evaluation of in situ test methods.” Report EL-5507(2), Electric Power Research Institute, Palo Alto, Calif.
Porter, S. C., and Swanson, T. W. (1998). “Radiocarbon age constraints on rates of advance and retreat of the Puget lobe of the Cordilleran ice sheet during the last glaciation.” Quat. Res., 50, 205–213.
Rix, G. J., and Stokoe, K. H. (1991). “Correlation of initial tangent modulus and cone penetration resistance.” Calibration chamber testing, Elsevier, New York, 351–362.
Robertson, P. K. (1990). “Soil classification using the cone penetration test.” Can. Geotech. J., 27(1), 151–158.
Robertson, P. K., and (Fear) Wride, C. E. (1998). “Evaluating cyclic liquefaction potential using the cone penetration test.” Can. Geotech. J., 35(3), 442–459.
Robertson, P. K., Woeller, D. J., and Finn, W. D. L. (1992). “Seismic cone penetration test for evaluating liquefaction potential under cyclic loading.” Can. Geotech. J., 29(4), 686–695.
Suzuki, Y., Sanematsu, T., and Tokimatsu, K. (1998). “Correlation between SPT and seismic CPT.” Geotechnical site characterization, Vol. 2, Balkema, Rotterdam, The Netherlands, 1375–1380.
Troost, G. K. (2006). “Spatial predictability of quaternary deposits in the central Puget Lowland.” Proc., 19th Annual Symposium on the Application of Geophysics to Engineering and Environmental Problems (SAGEEP) 2006, Environmental and Engineering Geophysical Society, Denver.

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Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 136Issue 9September 2010
Pages: 1298 - 1304

History

Received: Mar 27, 2009
Accepted: Feb 18, 2010
Published online: Feb 20, 2010
Published in print: Sep 2010

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Authors

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Armin W. Stuedlein, Ph.D., M.ASCE [email protected]
P.E.
Assistant Professor, School of Civil and Construction Engineering, Oregon State Univ., 220 Owen Hall, Corvallis, OR 97331. E-mail: [email protected]

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